PAV_-_2_TAFB_Paving_Standard_Details_2015_-_Combined.pdf

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

2" AC Repair

A-1

2" TYPE C AC

6" Stabilized Aggregate Base

Prime Coat

6" Scarified and Compacted Subgrade

Sealant

Joint Detail

1/4"

NewExisting

1/2"

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8 AND A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED TO

80% STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

1155531637C Typewritten Text

PAV -2 TAFB PAVING STANDARD DETAILS FA8101-15-R-0001

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

4" AC Repair

A-2

2" TYPE C AC

6" Stabilized Aggregate Base

6" Scarified and Compacted Subgrade

2" TYPE A AC

Tack Coat

Prime Coat

Sealant

Joint Detail

1/4"

NewExisting

1/2"

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8 AND A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED TO

80% STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

1155531637C

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

6" AC Repair

A-3

2" TYPE C AC

6" Stabilized Aggregate Base

2" TYPE A AC

2" TYPE A AC

Tack Coat

Tack Coat

Prime Coat

6" Scarified and Compacted Subgrade

Sealant

Joint Detail

1/4"

NewExisting

1/2"

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED TO

80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6"..

1155531637C

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

8" AC Repair

A-4

2" TYPE C AC

6" Stabilized Aggregate Base

3" TYPE A AC

3" TYPE A AC

Tack Coat

Tack Coat

Prime Coat

Sealant

Joint Detail

1/4"

NewExisting

1/2"

6" Scarified and Compacted Subgrade

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED TO

80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6"..

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

2" AC Pavement

A-5

2" TYPE C AC

6" Modified Subgrade

Prime Coat

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF

THE OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. MODIFIED SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY. HAVE A CBR > 8, AND A

PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

4" AC Pavement

A-6

2" TYPE C AC

6" Modified Subgrade

2" TYPE A AC

Tack Coat

Prime Coat

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. THE MODIFIED SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8 AND

A PI < 14.

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

6" AC Pavement

A-7

2" TYPE C AC

6" Modified Subgrade

4" TYPE A AC

Tack Coat

Prime Coat

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. THE MODIFIED SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY. HAVE A CBR > 8, AND

A PI < 14.

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

8" AC Pavement

A-8

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. THE MODIFIED SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8 AND

A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

2" TYPE C AC

6" Modified Subgrade

6" TYPE A AC

Tack Coat

Prime Coat

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

Asphalt Overlay

A-9

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. OVERLAY THICKNESS WILL BE SPECIFIED ON EACH DELIVERY ORDER.

1 1/2", 2", or 2 1/2" TYPE C AC

Tack Coat

Existing Pavement

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

Asphalt Trail

A-10

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY.

4" TYPE C AC

4" Stabilized Aggregate Base

Prime Coat

6" Scarified and Compacted Subgrade

Separation Fabric

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

Asphalt Sidewalk

A-11

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY.

4" TYPE C AC

Prime Coat

6" Scarified and Compacted Subgrade

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

AC Speed Hump

A-12

5'-0" 5'-0"

B

C

C

B

Toe to Toe of Curb

30°

A

4"

PLAN

A - A

Section C

Section B

Existing Pavement

C

L

Tack Coat

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

Roadway Width if No Curb

Tinker AFB, OK Standard Detail

8" Fixed Bollard

B-3

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

5. ALL FILL AND LOOSE MATERIAL BELOW 6" SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

6" PCC

6" Scarified & Compacted Subgrade

Repairs Less than 50 Sq. Yds. use 6" Econocrete Base

Repairs of 50 Sq. Yds. or More Use 6" Stabilized Aggregate Base

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

6" PCC Pavement Repair

C-1

9" PCC

6" Scarified & Compacted Subgrade

Repairs Less than 50 Sq. Yds. use 6" Econocrete Base

Repairs of 50 Sq. Yds. or More Use 6" Stabilized Aggregate Base

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

9" PCC Pavement Repair

C-2

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

5. ALL FILL AND LOOSE MATERIAL BELOW 6" SUBGRADE LAYER SHALL BE COMPACTED

9" to 14" PCC

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

9"-14" Airfield PCC Repair

C-3

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

Repairs Less than 50 Sq. Yds. use 9" Econocrete Base

Repairs of 50 Sq. Yds. or More Use 9" Stabilized Aggregate Base

6" Drainage Layer

6" Scarified & Compacted Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. ECONOCRETE BASE SHALL CONFORM TO SECTION 318 OF THE ODOT STANDARD SPECIFICATIONS.

4. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL

NOT BE INSTALLED IN LIFTS GREATER THAN 6".

5. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

15" PCC

6" Drainage Layer

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

15" Airfield PCC Repair

C-4

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

6" Scarified & Compacted Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. ECONOCRETE BASE SHALL CONFORM TO SECTION 318 OF THE ODOT STANDARD SPECIFICATIONS.

4. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL

NOT BE INSTALLED IN LIFTS GREATER THAN 6".

5. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

Repairs Less than 50 Sq. Yds. use 9" Econocrete Base

Repairs of 50 Sq. Yds. or More Use 9" Stabilized Aggregate Base

Repairs Less than 50 Sq. Yds. use 12" Econocrete Base

Repairs of 50 Sq. Yds. or More Use 12" Stabilized Aggregate Base

18"-24" PCC

6" Drainage Layer

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

18"-24" Airfield PCC Repair

C-5

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

12" Scarified & Compacted Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. ECONOCRETE BASE SHALL CONFORM TO SECTION 318 OF THE ODOT STANDARD SPECIFICATIONS.

4. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL

NOT BE INSTALLED IN LIFTS GREATER THAN 6".

5. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY, HAVE A CBR > 8, AND A PI < 14.

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23.

3. SUBGRADE SHALL CONFORM TO SECTION 32 11 29 AND SHALL BE COMPACTED TO 95% STANDARD

DENSITY, HAVE A CBR > 8, AND A PI < 14.

5. ALL FILL AND LOOSE MATERIAL BELOW 6" SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 74.

6" PCC

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

6" Airfield PCC Pavement

C-6

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

6" Stabilized Aggregate Base

6" Modified Subgrade

9" PCC

9" Stabilized Aggregate Base

6" Modified Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL

NOT BE INSTALLED IN LIFTS GREATER THAN 6".

4. MODIFIED SUBGRADE SHALL CONFORM TO SECTION 32 11 29 AND SHALL BE COMPACTED TO 95%

STANDARD DENSITY. HAVE A CBR > 8, AND A PI < 14.

5. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

9" PCC Airfield Pavement

C-7

AIR FORCE MATERIEL COMMAND

15" PCC

12" Aggregate Base

12" Modified Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL NOT BE

INSTALLED IN LIFTS GREATER THAN 6".

4. MODIFIED SUBGRADE SHALL CONFORM TO SECTION 32 11 29 AND SHALL BE COMPACTED TO 95%

MODIFIED PROCT DENSITY.

5. ALL FILL AND LOOSE MATERIAL BELOW THE MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 85 % MODIFIED DENSITY IN LIFTS NO GREATER THAN 6".

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

15" PCC Airfield Pavement

C-8.1

AIR FORCE MATERIEL COMMAND

12" PCC

12" Stabilized Aggregate Base

12" Modified Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL

NOT BE INSTALLED IN LIFTS GREATER THAN 6".

4. MODIFIED SUBGRADE SHALL CONFORM TO SECTION 32 11 29 AND SHALL BE COMPACTED TO 95%

STANDARD DENSITY. HAVE A CBR > 8, AND A PI < 14.

5. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

12" PCC Airfield Pavement

C-8

AIR FORCE MATERIEL COMMAND

18" PCC

12" Stabilized Aggregate Base

12" Modified Subgrade

1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 13 11 AND ITS REFERENCED SECTIONS.

2. DRAINAGE LAYER SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 11 11.

3. STABILIZED AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL

NOT BE INSTALLED IN LIFTS GREATER THAN 6".

4. MODIFIED SUBGRADE SHALL CONFORM TO SECTION 32 11 29 AND SHALL BE COMPACTED TO 95%

STANDARD DENSITY. HAVE A CBR > 10, AND A PI < 14.

5. ALL FILL AND LOOSE MATERIAL BELOW THE MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 85 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 73.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

18" PCC Airfield Pavement

C-9

AIR FORCE MATERIEL COMMAND

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE OKLAHOMA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY. HAVE A CBR > 8, AND A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

8" PCC

6" Modified Subgrade

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

8" PCC Street Pavement

C-10

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY. HAVE A CBR > 8, AND A PI < 14.

3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED

TO 80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".

6" PCC

6" Modified Subgrade

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

6" PCC Street Pavement

C-11

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE

CONSTRUCTION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY.

3. SIDEWALK WIDTH SHALL BE AS SPECIFIED IN THE WORK ORDER. Minimum = 5' - 0".

4. TOOLED OR SAWED JOINTS SHALL BE SPACED AT THE WIDTH DIMENSION, BUT NO GREATER THAN 6'.

5. EXPANSION JOINTS SHALL BE PLACED EVERY 10TH JOINT.

6. CROSS SLOPE ALL SIDEWALKS

" PER FOOT IN THE DIRECTION OF NATURAL DRAINAGE.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

PCC Sidewalk

C-12

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

4" PCC

6" Scarified & Compacted Subgrade

CONSTRUCTION.

2. TOOLED OR SAWED JOINTS SHALL BE SPACED WITH THE PCC PAVEMENT JOINTS OR AT 20' IF

PAVEMENT IS AC.

3. EXPANSION JOINTS SHALL BE PLACED EVERY 5th JOINT.

4. EXPANSION JOINTS SHALL BE BRIDGED BY 2 EVENLY SPACED 24" X 1" DIAMETER SMOOTH DOWELS

WITH ONE END FREE TO SLIP.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

6" Barrier Curb & Gutter

C-13

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

R2"

6" 2"

8" 1'-4"

Slope 2% (

" / ft)

R1"

CONSTRUCTION.

2. TOOLED OR SAWED JOINTS SHALL BE SPACED EVERY 10 FEET.

3. EXPANSION JOINTS SHALL BE PLACED EVERY 60 FEET.

4. EXPANSION JOINTS SHALL BE BRIDGED BY 4 EVENLY SPACED 24" X 1" DIAMETER SMOOTH DOWELS

WITH ONE END FREE TO SLIP.

Appr. Date: Rev. Date: Rev. No.: Detail No.:

Appr. By: Rev. BY: Title:

Tinker AFB, OK Standard Detail

PCC Drainage Flume

C-14

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

6"

8"

6"

8"

R3"

R3"

R1

2"

R1

2"

2'-8"

#3 bar (typ)

3" 1'-2" 1'-2" 1'-2" 3"

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

PCC Speed Hump

C-17

5'-0" 5'-0"

B

C

C

B

Toe to Toe of Curb

30°

A

4"

PLAN

A - A

Section C

#4 bars @ 12" c-c

Section B

Existing Thickness

1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2.

" EXPANSION JOINTS SHALL BE PLACED ALL AROUND.

3. SAWCUT AND REMOVE EXISTING PAVEMENT TO THE DIMENSIONS SHOWN, SCARIFY AND RE-COMPACT

BASE TO 95% STANDARD DENSITY, CAST RAISED "HUMP" MONOLITHIC WITH THE PAVEMENT SECTION.

Roadway Width if No Curb

Tinker AFB, OK Standard Detail

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

PCC Patch

C-18

1. PCC FOR PATCHING SHALL MATCH EXISTING AND SHALL MEET THE REQUIREMENTS OF THE

OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION FOR NON AIRFIELD OR SHALL MEET THE REQUIREMENTS OF SECTION 32 13 11 FOR

AIRFIELD PAVEMENTS.

2. PATCH DIMENSIONS (X & Y) SHALL BE AS SPECIFIED IN THE WORK ORDER. THE MINIMUM DIMENSION

SHALL BE 2 FEET.

3. PATCH DEPTH SHALL BE AS SPECIFIED IN THE WORK ORDER. THE MINIMUM DEPTH SHALL BE 6 INCHES.

PAVEMENTS LESS THAN 12 INCHES THICK SHALL BE PATCHED FULL DEPTH.

4. WHERE PATCHES CROSS OR ABUT JOINTS THEY SHALL MATCH EXISTING .

5. NO PATCH SHALL BE CLOSER THAN 2 FEET TO THE EDGE OF PAVEMENT.

6. ALL PATCHES SHALL BE SAWCUT. SAWCUTS SHALL BE VERTICAL AND CLEAN, WITH A MINIMUM OF

OVERCUT AT THE CORNERS.

2'-0" min

Joint Spacing

J o i n t

S p a c i n g

X

Y m i n

1155531637C

1155531637C

1155531637C

DETAIL T-1; Pavement Markers